VERFAHREN UND EINRICHTUNG FÜR BIOLOGISCHE ABWASSERREINIGUNG
According to the invention, where the water to be treated is conveyed concurrently with oxygen-containing gas into an upward reactor containing a stationary bed of particles, the support for the bacteria which is employed is particles of a material with a bulk packing density of between 35 and 65 kg...
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creator | ROGALLA, FRANCK |
description | According to the invention, where the water to be treated is conveyed concurrently with oxygen-containing gas into an upward reactor containing a stationary bed of particles, the support for the bacteria which is employed is particles of a material with a bulk packing density of between 35 and 65 kg/m .
The biological reactor(s) or filters (1,1') in series comprise: a sludge-thickening zone (2), at least one device for injecting oxygen-containing gas (3,3'), a filter medium zone (4), a ceiling for retaining the particles (7) and a washing water reserve zone with discharge (9) of the treated effluent.
Application to the treatment of effluent water and of water to be made drinkable. |
format | Patent |
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The biological reactor(s) or filters (1,1') in series comprise: a sludge-thickening zone (2), at least one device for injecting oxygen-containing gas (3,3'), a filter medium zone (4), a ceiling for retaining the particles (7) and a washing water reserve zone with discharge (9) of the treated effluent.
Application to the treatment of effluent water and of water to be made drinkable.</description><edition>6</edition><language>ger</language><subject>CHEMISTRY ; METALLURGY ; TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE</subject><creationdate>1995</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19951215&DB=EPODOC&CC=AT&NR=E131139T1$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19951215&DB=EPODOC&CC=AT&NR=E131139T1$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ROGALLA, FRANCK</creatorcontrib><title>VERFAHREN UND EINRICHTUNG FÜR BIOLOGISCHE ABWASSERREINIGUNG</title><description>According to the invention, where the water to be treated is conveyed concurrently with oxygen-containing gas into an upward reactor containing a stationary bed of particles, the support for the bacteria which is employed is particles of a material with a bulk packing density of between 35 and 65 kg/m .
The biological reactor(s) or filters (1,1') in series comprise: a sludge-thickening zone (2), at least one device for injecting oxygen-containing gas (3,3'), a filter medium zone (4), a ceiling for retaining the particles (7) and a washing water reserve zone with discharge (9) of the treated effluent.
Application to the treatment of effluent water and of water to be made drinkable.</description><subject>CHEMISTRY</subject><subject>METALLURGY</subject><subject>TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1995</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZLAJcw1yc_QIcvVTCPVzUXD19AvydPYICfVzV3A7PCdIwcnT38ff3TPY2cNVwdEp3DE42DUoCKjK0x2ohIeBNS0xpziVF0pzMyi6uYY4e-imFuTHpxYXJCan5qWWxDuGuBoaGxoaW4aEGBoTowYAkvQrMA</recordid><startdate>19951215</startdate><enddate>19951215</enddate><creator>ROGALLA, FRANCK</creator><scope>EVB</scope></search><sort><creationdate>19951215</creationdate><title>VERFAHREN UND EINRICHTUNG FÜR BIOLOGISCHE ABWASSERREINIGUNG</title><author>ROGALLA, FRANCK</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_ATE131139TT13</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>ger</language><creationdate>1995</creationdate><topic>CHEMISTRY</topic><topic>METALLURGY</topic><topic>TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE</topic><toplevel>online_resources</toplevel><creatorcontrib>ROGALLA, FRANCK</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ROGALLA, FRANCK</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>VERFAHREN UND EINRICHTUNG FÜR BIOLOGISCHE ABWASSERREINIGUNG</title><date>1995-12-15</date><risdate>1995</risdate><abstract>According to the invention, where the water to be treated is conveyed concurrently with oxygen-containing gas into an upward reactor containing a stationary bed of particles, the support for the bacteria which is employed is particles of a material with a bulk packing density of between 35 and 65 kg/m .
The biological reactor(s) or filters (1,1') in series comprise: a sludge-thickening zone (2), at least one device for injecting oxygen-containing gas (3,3'), a filter medium zone (4), a ceiling for retaining the particles (7) and a washing water reserve zone with discharge (9) of the treated effluent.
Application to the treatment of effluent water and of water to be made drinkable.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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subjects | CHEMISTRY METALLURGY TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE |
title | VERFAHREN UND EINRICHTUNG FÜR BIOLOGISCHE ABWASSERREINIGUNG |
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